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BORING 4 <br /> DRILLED: 2/28/02 <br /> 0 SM BROWN SLIGHTLY CLAYEY SILTY FINE TO COARSE FILL <br /> SAND WITH BRICK AND OCCASIONAL <br /> GRAVEL--MEDIUM DENSE, MOIST <br /> 30 GRADING WITHOUT CLAY AND GRAVEL/BRICK <br /> �) 2 <br /> p 118 9.8 <br /> 1= CH BLACK SILTY CLAY-VERY STIFF, MOIST <br /> w <br /> H <br /> 0 4 <br /> 50 HARD <br /> H <br /> W <br /> W <br /> 94 23.6 0.7 ML DARK BROWN CLAYEY SILT--HARD, CEMENTED <br /> z 6 <br /> H <br /> x <br /> a GREENISH-BROWN <br /> o Wn <br /> V4 <br /> U <br /> W <br /> x <br /> U 8 <br /> 113 17.8 31 GASOLINE ODOR, GRADING WITH MORE CLAY <br /> Ln 10 <br /> 0\0 w NOTES: <br /> z w H 1. THE BORING LOG DEPICTS SUBSURFACE CONDITIONS <br /> z ' ONLY AT THE BORING LOCATION AND TIME DESIGNATED. <br /> z <br /> H W H 2. NOMENCLATURE USED TO DESCRIBE SOILS DEFINED ON <br /> w H z 0 PLATE 10. <br /> E z ou W 3. FREE GROUNDWATER NOT ENCOUNTERED IN BORING 4. <br /> wo W H 4 . SEE PLATE 2 FOR ADDITIONAL NOTES. <br /> c a H n <br /> n H z <br /> H <br /> W <br /> z <br /> 0 <br /> U <br /> z <br /> z <br /> ■Geotechnical Inc <br /> V <br /> LOG OF BORING <br /> ma <br />